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Ms� A Southeast Northwest W-338 <br /> 5 A <br /> W-074 W-077 W-103 W-339 SP <br /> 0 W-099 GGW-03 <br /> W-210 W-097 L W-212 W-076 W-101 -090 <br /> M <br /> -5 H CL <br /> ML CL CL <br /> CH ICH <br /> CL CL CL M <br /> -10 CL ML ML CH SC CL <br /> Fr <br /> SC <br /> -15 M <br /> 1900 M 690 ML M ML <br /> M <br /> <0.18 690 P SP CL CL <br /> sw <br /> -20 <0.18 CH L CE 0.94 <br /> M CL 0.9 CL <0.18 <br /> -25 ML <br /> ULJ <br /> H SP <br /> SM <br /> -30 ML SC SC <br /> M <br /> SM <br /> -35 CL s <br /> SW 360 ML <br /> -40 <0.18 17 CL <0.18 <br /> SM <0.18 <br /> CL <br /> -45 <br /> CL <br /> <0.18 <br /> -50 <0.22 SC SC <0.18 <br /> -55 <br /> A <br /> -60 <br /> -65 -\ <br /> -70 <br /> - <br /> -75 <br /> CL =Fat ClayHorizontal Scale Schematic Cross Section Site 3 <br /> Clay Depth to Groundwater 3Q2021 <br /> CL=Lean Clay 100 feet as <br /> ML=Silt Y Silt <0.18 Most recent Cis-1,2-Dichloroethene 0 50 - <br /> SC=Clayey Sand F1 (micrograms per liter) s <br /> SM=Silty Sand - tee,TenX ` i----: <br /> �9e g' `ooM:ar';e. Rough and Read Island <br /> SP=Poorly Graded Sand Silty Sand or Clayey Sand <0.18 Most recent Vinyl Chloride 5 x Vertical Exaggeration a � .9 _ m '-r_i <br /> SW=Well Graded Sand (micrograms per liter) <br /> GW=Well Graded Gravel El Sand or Gravel W Geosyntec V Figure <br /> Well and well screen <br /> sample Grab-groundwater le <br /> g p A` consultants <br /> _ _ _ 14 <br /> Boring logs were completed using different drilling and soil sampling methods by different parties over many decades _ "` WR2501 B June 2022 <br />